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CONTENT~, CONTINUED 5.4.2-1 Summary of Total Flow Projections for 2025 (Residential, Commercial, and Industrial) 5.4.2-2 Liquids Unit Process, Existing and 2025 Design Capacity 5.4.3-1 Summary of Total Load Projections for 2025 (Residential, Commercial, Industrial) 5.4.3-2 Biosolids Unit Process, Existing and 2025 Design Capacity 5.4.4-1 Seasonal Land Application 2025 Design Criteria 6.0-1 Project Matrix of Unit Process Alternatives 6.0-2 Example of Non-Monetary Evaluation 6.1.2-1 MWMC Wastewater Collection System Wet Weather Flow Management Plan (WWFMP) Selected Alternative 6.2.1-1 Design Criteria: Step-Feed Amoxic Selector Process 6o2.1-2 Facility Requirements for Alternative 1 at 2025 6.2.1-3 Design Criteria: Traditional Plug-Flow Aeration Basins 6.2.1-4 Facility Requirements for Alternative 2 at 2025 6.2.1-5 Comparison of Facility Requirements, Cost, and Non-monetary Evaluation 6.2.2-1 Summary of Secondary Clarifier Baffling and Mechanism Improvements - Alternatives Comparison 6.2.3-1 Summary of Primary Clarffier Enhancement Alternatives Comparison 6.2.4-1 Summary of Pretreatment Expansion Alternatives Comparison 6.2.5-1 Exhaust Flow Rates by Area 6.2.5-2 Design Removal Efficiencies 6.2.5-3 Summary of Odor Control Alternatives Comparison 6.3-1 Guidelines for Chlorine Disinfection Design 6.3-2 Design Criteria for LtV Disinfection 6.3-3 Summary of Disinfection Alternatives Order-of-Magnitude and Capital Cost Comparison 6.3-4 Summary of Disinfection Alternatives Present Value and Non-monetary Cost Comparison 6.5.2-1 Comparison of Digestion Treatment Processes 6.5.2-2 Digestion Alternatives Cost Comparison 6.5.4-1 Biocycte Farm Management Unit Acreage and Planting Schedule 6.5.4-2 Biocycle Farm Alternative I Capacity (dry tons) 6.5.4-3 Biocycle Farm Alternative I Cost Estimate 6.5.4-4 Biocycle Farm Alternative 2 Capacity (dry tons) 6.5.4-5 Biocycle Farm Alternative 2 Cost Estimate 6.5.5-1 Alternatives Cost Benefit Comparison 6.6.3-1 Summary of Peak Flow Management Alternatives Comparison 7.1.2-1 Recommended Conveyance System Improvements 7.1.2-2 Wastewater Conveyance System Design Criteria-Existing and 2025 Capacity Needs 7.2.1-1 Liquid Process Design Criteria, Existhng and 2025 Capacity Needs 7.3.1-1 Seasonal Land Application Desig~ Criteria - Existing and 2025 Capacity Needs 7.3.2-1 Solids Processes Design Criteria - Existkng and 2025 Capacity Needs 7.5-1 Summary of Recommended Improvements through Year 2025 7.7-1 Project Phasing Estimated Cost Summary MWMC_CONTENT$_REV5 DOC